Capacity Assessment of Corroded Reinforced Concrete Structures
A special issue of Buildings (ISSN 2075-5309). This special issue belongs to the section "Building Structures".
Deadline for manuscript submissions: 20 August 2025 | Viewed by 1365
Special Issue Editors
Interests: mechanical behavior of materials; steel corrosion; failure analysis; corrosion protection; fatigue and fracture mechanics of metals
Special Issues, Collections and Topics in MDPI journals
Interests: finite element analysis; corrosion engineering; structural dynamics; steel structures; fatigue and fracture mechanics of steel reinforcement
Interests: degradation of reinforced concrete; marine corrosion; surface engineering; corrosion protection; finite element modelling
Special Issue Information
Dear Colleagues,
It is widely accepted that the occurrence of corrosive phenomena on steel reinforcement is closely linked to the degradation of structural integrity and durability of Reinforced Concrete (RC) buildings. However, the assessment of structural capacity of corroded RC elements consists of a complex task in the engineering field, since it depends on several variable factors, such as the chloride or CO2 concentration, the temperature and humidity conditions, the porosity and mixture of concrete, the chemical composition of steel reinforcement, the type of corrosion (uniform of pitting), the residual cross-section of corroded rebars, the respective seismic building regulations of different countries, etc.
Taking into account the negative consequences of corrosion on the durability of RC structures, as well as the high financial costs for rehabilitation and repair of the aged structures, the need to enhance the existing design codes considering the corrosive factor is raised. In this context, this Special Issue of Buildings aims to strengthen the scientific progress that has already been achieved both by adding evidence upon the assessment of the mechanical behavior of corroded steel reinforcement, the degradation of concrete durability, the loss of steel–concrete bonds and on the other hand, by proposing methods of dealing with the structural degradation and proposals for the restoration of strengthening of damaged structural elements.
Topics to be covered in this Special Issue include:
- Monitoring of corrosion level via surface concrete cracking;
- Measurement of critical chloride concentration, in the laboratory and on site;
- Assessment of corroded RC structures;
- Modelling the corrosive factor in RC elements;
- Coatings to enhance durability of structures exposed to chloride-induced corrosion;
- Bond-slip degradation due to corrosion;
- Case studies and applications.
Prof. Dr. Charis Apostolopoulos
Dr. Konstantinos Koulouris
Dr. Maria Basdeki
Guest Editors
Manuscript Submission Information
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Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Buildings is an international peer-reviewed open access semimonthly journal published by MDPI.
Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2600 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.
Keywords
- steel corrosion
- concrete durability
- corroded RC structures
- mechanical properties of rebar
- steel–concrete bond loss
- pitting corrosion
- assessment of bearing capacity
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